CN106400960A - Building framework - Google Patents
Building framework Download PDFInfo
- Publication number
- CN106400960A CN106400960A CN201610320732.8A CN201610320732A CN106400960A CN 106400960 A CN106400960 A CN 106400960A CN 201610320732 A CN201610320732 A CN 201610320732A CN 106400960 A CN106400960 A CN 106400960A
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- Prior art keywords
- steel pipe
- column
- draw
- groove
- pipe
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to a building framework. The building framework is applied to a building of a concrete-filled steel tube structure. The building framework is formed by setting up stand column steel tubes, ring beam steel tubes and floor beam steel tubes. The stand column steel tubes are sleeved with connecting parts provided with first clamping grooves and second clamping grooves. The first clamping grooves are used for allowing one ends of the corresponding ring beam steel tubes to be clamped into and fixing the corresponding ring beam steel tubes. The second clamping grooves are used for allowing one ends of the corresponding floor beam steel tubes to be clamped into and fixing the corresponding floor beam steel tubes. According to the building framework, the stand column steel tubes, the ring beam steel tubes and the floor beam steel tubes which are arranged in three different directions are connected together, so that the overall strength and shock resistance of the building are improved.
Description
Technical field
The present invention relates to a kind of building frame, belong to architecture construction technical field.
Background technology
At present, the construction in conventional house mainly includes three kinds：The first is brick mix structure, and this method of construction is in wall brick
Build first floor high when cast collar tie beam, floor face, then followed by up laying bricks.Second is frame structure, and this method of construction is
Design requirement is first pressed on house foundation lay ground floor reinforcing bar and support construction column and collar tie beam, the building in house with pouring template
Plate face, then repeats to continue upward to build by laying bricks or stones till design height.3rd is according to every layer of house wall width, high prefabricated big-wall
Plate, or even first surround frame by individual layer height, successively lift on house foundation.
Three of the above house all builds building frame using column, collar tie beam and floor beam in building, but in three kinds of methods
In fail to column, collar tie beam and floor beam are firmly effectively bound up；
As Publication No.：The patent of invention of CN 104532983 A discloses a kind of side of building by laying bricks or stones of concrete filled steel tube building
Different steel pipes as column are simply bound up in the method by method using steel pipe bolt, and for collar tie beam and floor beam
All fail to form effective annexation with column.
Content of the invention
The technical problem to be solved in the present invention is, not enough for prior art, and proposing one kind can be by column steel pipe, collar tie beam steel
The building frame that steel pipe on pipe and three different directions of floor beam steel pipe is bound up.
The present invention is that the technical scheme solving above-mentioned technical problem proposition is：A kind of building frame, is applied to adopt steel pipe
In the building of xoncrete structure, described building frame is built by column steel pipe, collar tie beam steel pipe and floor beam steel pipe, described
It is arranged with connecting piece, described connecting piece is provided with the first draw-in groove and the second draw-in groove, described first draw-in groove is used for enclosing on column steel pipe
Joist steel pipe one end snaps in and retainer plate joist steel pipe, and described second draw-in groove snaps in and fixes floor joist steel for floor beam steel pipe one end
Pipe.
This technical scheme is passed through to arrange connecting piece in the junction of column steel pipe, collar tie beam steel pipe and floor beam steel pipe, from
And the steel pipe on these three different directions is bound up so that more firm, framework the intensity of whole building wall body structure
Higher, shock resistance is good.
Technique scheme is improved to：Described connecting piece is set by metal material integrally casting shaping, described connecting piece
There is the column type pipe box being provided with a circle edge of table in the middle part of at least one inwall, described column steel pipe is inserted in pipe box, described first
Draw-in groove and the second draw-in groove are arranged on the wall of pipe box side, described first draw-in groove and the second draw-in groove " U " font all in opening upwards.
Ensure that the intensity of connecting piece itself using metal material integrally casting shaping.
Technique scheme is improved to：The described column steel pipe whole body offers inserts mixing in column steel pipe for note
Coagulate the aperture of soil extrusion and its upper end is provided with external screw thread, described external thread diameter is less than column diameter of steel tube, described column steel pipe
Lower end is provided with the internal thread matching with described external screw thread.Described column steel pipe assumes shoulder shape in upper external screw thread pars infrasegmentalis,
When connecting piece is stretched in column steel pipe upper end, shoulder and edge of table symmetrically connect；Now column steel pipe can with upper strata column steel pipe under
End connects, and is connected integral by the external screw thread of its internal thread and lower floor's column steel pipe upper end.
The upper and lower ends of column steel pipe are respectively equipped with inner and outer screw thread, and column steel pipe can be made end to end, by twisting
Tight levels column fastener for connection screw thread is thus be bound up on one by connecting piece and column steel pipe, collar tie beam steel pipe and floor beam steel pipe
Rise, thus can constantly build column joist steel pipe support structure with the increase of building height, easy to operate；Column steel pipe is provided with aperture, when
Concrete setting inside and outside steel pipe can be made to be integrated by aperture during column steel pipe injection concrete.
Technique scheme is improved to：Described collar tie beam steel pipe and floor beam steel pipe all offer all over the body for concrete
Extrusion or the aperture of insertion reinforcing bar, and its two ends is provided with the fixture block snapping in described first draw-in groove or the second draw-in groove.
Collar tie beam steel pipe and the floor beam steel pipe whole body open up aperture, are easy to concrete extrusion or insertion reinforcing bar by adjacent steel pipe connecting
Pick up.
Technique scheme is improved to：Also include being provided with the precast wall body of through hole, described column steel pipe is arranged at logical
In the hole, described through-hole diameter 10-40mm bigger than column outer diameter of steel pipes, described through hole is used for injecting concrete.
By filling out concrete in through hole with setting note in foraminate column steel pipe, column steel pipe and body of wall can be made to be frozen into
Body.
Technique scheme is improved to：If being provided with the column of the corner of every building construction wall and each inner-outer wall contact
Dry root post steel pipe, described column steel pipe is arranged in " one " font, "L" shaped or " T " font.
Described column steel pipe stage casing is provided with adapter sleeve, and described adapter sleeve is used for for the stage casing of adjacent upright posts steel pipe being connected to one
Rise.
It is provided with stage casing adapter sleeve due between column steel pipe, so many root posts steel pipe can be provided with column, and according to
Column steel pipe can be arranged in " one " font, "L" shaped or " T " font by body of wall contact location in whole building, from
And anti-seismic performance and the assembled in situ efficiency of building can be improved.
In this improvement project, column steel pipe stage casing is provided with adapter sleeve, described adapter sleeve predeterminable in precast wall body, then
Precast wall body is lifted in place, the vertically communicated through hole of precast wall body inserts column steel pipe and penetrates body of wall.
Technique scheme is improved to：The both sides of described column steel pipe are provided with two panels reinforced mesh and some two ends
Through the horizontal company of the choosing muscle of reinforced mesh, two panels reinforced mesh is fixed together by the described horizontal company of choosing muscle according to wall thickness requirement.
Technique scheme is improved to：It is provided with disassembly-free heat-insulation plate, the described horizontal company of choosing muscle two outside described reinforced mesh
End penetrate disassembly-free heat-insulation plate and with the bar connecting being arranged in disassembly-free heat-insulation plate；Said structure after concrete perfusion one
The armored concrete connector of body heat insulation formwork.
This technical scheme can be used in the building of cast in situs body of wall, arranges disassembly-free thermal-insulation form board simultaneously outside reinforced mesh
Make the horizontal company of choosing muscle stretch into heat insulation formwork and with heat insulation formwork in enhancing fastener for connection, during lifting, column steel pipe is stretched into after pipe box
By mesh sheet lower end with stretch out after lower floor's reinforcement welding of flooring or ground, setting collar tie beam steel pipe, floor beam steel pipe on draw-in groove, and
In two reinforced mesh note raising reinforced concrete, assembled steel reinforced concrete connect for entirety or multi- story and high- rise building
And the strong wall column of antidetonation load-bearing shearing, this wall column is divided into " L ", " T ", three kinds of " one " font and is respectively used to corner, and inner-outer wall is handed over
In the middle of contact and long wall.
This technical scheme applies also for batch production and builds house, first the wall width according to house and the high prefabricated dry wall of wall
Body, precast wall body is provided with the vertical through holes plugging each column steel pipe and aperture must be bigger more than 20mm than column outer diameter of steel pipes, so
Afterwards will be in place to " L ", " T ", the lifting of " one " font precast wall body, after surrounding first floor construction wall, column steel pipe is set in through-holes,
Pipe box is stretched in its lower end tighten after screw thread, in the sheathed connecting piece in column steel pipe upper end, by the card of collar tie beam steel pipe, floor beam steel pipe
Block inlay card enters respective card slot, arranges floor steel bar mesh sheet on Guan Liang, injects concrete in each steel pipe hole, pours into a mould concrete building
Face, wherein fixture block and draw-in groove are embedded in floor concrete, and the external thread section in part pipe box and column steel pipe stretches out flooring coagulation
Soil layer, then according to above-mentioned steps hoisting prefabricated body of wall again, until it reaches predetermined architectural height, thus construction effect can be greatly improved
Rate.
Brief description
The invention will be further described below in conjunction with the accompanying drawings：
Fig. 1 is the perspective view of the embodiment of the present invention one；
Fig. 2 is the partial enlarged drawing in A portion in Fig. 1；
Fig. 3 is the perspective view of connecting piece in Fig. 1；
Fig. 4 is the perspective view of Fig. 1 Girth steel pipe；
Fig. 5 is the building structure schematic diagram of the building frame of Application Example one.
Fig. 6 is the building structure schematic diagram of the building frame of Application Example two.
Fig. 7 is the B portion enlarged drawing in Fig. 6.
The reference of the figures above is as follows：
Column steel pipe 1, adapter sleeve 11, external screw thread 12, collar tie beam steel pipe 2, floor beam steel pipe 3, connecting piece 4, pipe box 41, first
Draw-in groove 42, the second draw-in groove 43, fixture block 5, aperture 6, reinforced mesh 7.
Specific embodiment
Hereinafter just accompanying drawing in conjunction with the embodiments, is described in further detail to the specific embodiment of the present invention, so that the present invention
Technical scheme is more readily understood, grasps.
Embodiment one
As shown in figure 1, the present embodiment be directed to conventional building construction defect one kind is proposed can be by column steel pipe, collar tie beam steel pipe
And the building frame construction that floor beam steel pipe is bound up.
As shown in Figures 2 and 3, a kind of building frame of the present embodiment, is applied to the building using concrete filled steel tube
In, this building frame is built by column steel pipe 1, collar tie beam steel pipe 2 and floor beam steel pipe 3, and column steel pipe 1 is arranged with connection
Knot part 4, connecting piece 4 is provided with pipe box 41, is provided with a circle edge of table in the middle part of pipe box 41 inwall, and connecting piece 4 is set in by pipe box 41
On column steel pipe 1, pipe box 41 is additionally provided with and snaps in for collar tie beam steel pipe one end and the first draw-in groove 42 of retainer plate joist steel pipe and use
Snap in floor beam steel pipe one end and fix the second draw-in groove 43 of floor beam steel pipe；First draw-in groove 42 and the second draw-in groove 43 are respectively provided with
On pipe box 41 side wall, and " U " font all in opening upwards.
In the present embodiment, column steel pipe 1 whole body offers aperture 6 and its upper end for squeezing leakage concrete or insertion reinforcing bar
It is provided with external screw thread 12, external screw thread 12 diameter is less than column diameter of steel tube, and column steel pipe 1 lower end is provided with and is matched with described external screw thread 12
The internal thread closing；External screw thread 12 and internal thread design can make column steel pipe end to end, thus the increase with building height can not
Group make and break builds column steel pipe and steel tubular beam framework.
As shown in figure 4, collar tie beam steel pipe 2 and floor beam steel pipe 3 all offer all over the body for squeezing leakage concrete or insertion reinforcing bar
Aperture 6, and its two ends is provided with the fixture block 5 snapping in described first draw-in groove 42 or the second draw-in groove 43.
The building frame of the present embodiment is set by the junction in column steel pipe 1, collar tie beam steel pipe 2 and floor beam steel pipe 3
Put connecting piece 4 steel pipe of three kinds of different directions is bound up；Build the pipe that column steel pipe 1 is inserted connecting piece 4 by Shi Kexian
In set 41, then the fixture block 5 of steel tubular beam is snapped in the draw-in groove of connecting piece 4, thus by column steel pipe, collar tie beam steel pipe and floor beam
Steel pipe is bound up so that whole building wall body structure is more firm, intensity is higher, shock resistance good.
As shown in figure 5, the building frame of the present embodiment is provided with many root posts steel pipe 1 at every root post, in column steel pipe
Section is provided with adapter sleeve 11, and according to column, in whole building, location is different, and column steel pipe 1 arrangement mode is also different,
Exterior wall corner column steel pipe is arranged in "L" shaped, is arranged in " T " font in external and internal wall junction column steel pipe, and
No at the body of wall at turning, column steel pipe is arranged in " one " font；Collar tie beam steel pipe 2 and floor beam steel pipe 3 are provided with reinforcing bar, thus
Form the bar construction of floor face.
This embodiment is applied to batch production and builds house, first the wall width according to house and the high prefabricated precast wall body of wall, in advance
Body of wall processed is provided with the vertical through holes plugging each column steel pipe and aperture must be bigger more than 20mm than column outer diameter of steel pipes, then will
" L ", " T ", the lifting of " one " font precast wall body are in place, after surrounding first floor construction wall, arrange column steel pipe 1 in through-holes, will
Its lower end is stretched into after pipe box 41 tightens screw thread, in the sheathed connecting piece 4 in column steel pipe 1 upper end, by collar tie beam steel pipe 2, floor beam steel pipe 3
Fixture block 5 inlay card enter respective card slot, on Guan Liang arrange floor steel bar mesh sheet, in the aperture 6 of each steel pipe inject concrete, pour
Note concrete floor, wherein fixture block 5 and draw-in groove is embedded in floor concrete, the external screw thread in part pipe box 41 and column steel pipe 1
12 stretch out floor concrete layer, then according to above-mentioned steps hoisting prefabricated body of wall again, until it reaches predetermined architectural height.
Embodiment two
As shown in Figure 6 and Figure 7, the building frame of this embodiment is be applied to the building of cast in situs body of wall, pipe box 41 He
The both sides of column steel pipe 1 are respectively provided with two panels reinforced mesh 7 and many two ends pass through the horizontal company of the choosing muscle of reinforced mesh 7, the horizontal company of choosing muscle
Two panels reinforced mesh 7 is required to be fixed together according to wall thickness.
This embodiment is additionally provided with disassembly-free thermal-insulation form board outside reinforced mesh 7 and makes the horizontal company of choosing muscle stretch into heat insulation formwork simultaneously
Be connected with the reinforcing steel bar in heat insulation formwork, during lifting by column steel pipe 1 stretch into after pipe box 41 by reinforced mesh 7 lower end with stretch out
After lower floor's reinforcement welding on flooring or ground, setting collar tie beam steel pipe 2 and floor beam steel pipe 3 on draw-in groove, and note in two mesh sheet
Raising reinforced concrete, that is, formed assembled steel reinforced concrete connect for entirety or multi- story and high- rise building and antidetonation load-bearing shearing
Strong wall column, this wall column is divided into " L ", " T ", three kinds of " one " font and is respectively used to corner, in the middle of inner-outer wall interface point and long wall.
A kind of building frame of the present invention is not limited to above-described embodiment.The technical scheme that all employing equivalents are formed,
All fall within the protection domain of application claims.
Claims (9)
1. a kind of building frame, be applied to using in the building of concrete filled steel tube it is characterised in that:Described building frame by
Column steel pipe, collar tie beam steel pipe and floor beam steel pipe build, and described column steel pipe are arranged with connecting piece, described connecting piece
It is provided with column pipe box first draw-in groove and the second draw-in groove, described first draw-in groove snaps in and retainer plate joist steel for collar tie beam steel pipe one end
Pipe, described second draw-in groove snaps in and fixes floor beam steel pipe for floor beam steel pipe one end.
2. according to claim 1 building frame it is characterised in that：Described connecting piece by metal material integrally casting shaping,
Described connecting piece is provided with least one column type pipe box, and described upper and lower layer column steel pipe is inserted in pipe box, its upper end thread segment
It is connected with the upper strata column steel pipe internal thread stretching into pipe box by pipe box inner raised edge, described first draw-in groove and the second draw-in groove are arranged on
On the wall of pipe box side, described first draw-in groove and the second draw-in groove " U " font all in opening upwards.
3. according to claim 2 building frame it is characterised in that：The described column steel pipe whole body offer for note insert vertical
The aperture of the concrete extrusion in post steel pipe and its upper end is provided with external screw thread, described external thread diameter is less than column diameter of steel tube,
Described column steel pipe lower end is provided with the internal thread matching with described external screw thread.
4. according to claim 3 building frame it is characterised in that：Described collar tie beam steel pipe and floor beam steel pipe all open up all over the body
There is the aperture for concrete extrusion or insertion reinforcing bar, and its two ends is equipped with the card snapping in described first draw-in groove or the second draw-in groove
Block.
5. building frame described in claim 4 it is characterised in that：Also include being provided with the precast wall body of through hole, described column steel pipe
It is arranged in through hole, described through-hole diameter 10-40mm bigger than column outer diameter of steel pipes, described through hole is used for injecting concrete.
6. according to claim 5 building frame it is characterised in that：The corner of every building construction wall and each inner-outer wall contact
It is provided with some root post steel pipes, described column steel pipe is arranged in " one " font, "L" shaped or " T " font at column.
7. according to claim 5 building frame it is characterised in that：The both sides of described column steel pipe are provided with two panels reinforced mesh
Pass through the horizontal company of the choosing muscle of reinforced mesh with some two ends, two panels reinforced mesh is fixed by the described horizontal company of choosing muscle according to wall thickness requirement
Link together.
8. according to claim 6 building frame it is characterised in that：Described column steel pipe stage casing is provided with adapter sleeve, described company
Female connector is used for the stage casing of adjacent upright posts steel pipe links together.
9. according to claim 7 building frame it is characterised in that：It is provided with disassembly-free heat-insulation plate, institute outside described reinforced mesh
State the horizontal company's of choosing muscle two ends penetrate disassembly-free heat-insulation plate and with the bar connecting being arranged in disassembly-free heat-insulation plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610320732.8A CN106400960A (en) | 2016-05-16 | 2016-05-16 | Building framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610320732.8A CN106400960A (en) | 2016-05-16 | 2016-05-16 | Building framework |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106400960A true CN106400960A (en) | 2017-02-15 |
Family
ID=58005705
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610320732.8A Pending CN106400960A (en) | 2016-05-16 | 2016-05-16 | Building framework |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106400960A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457549A (en) * | 2018-12-17 | 2019-03-12 | 中铁第四勘察设计院集团有限公司 | Frame-type connection reinforcing structure between the concrete filled steel tube and sleeper block of non-fragment orbit |
| WO2020029574A1 (en) * | 2018-08-07 | 2020-02-13 | 邵妮 | Bottom frame for container and container comprising same, and container type mobile house |
| WO2020140921A1 (en) * | 2019-01-04 | 2020-07-09 | 江洪 | New anti-seismic building |
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|---|---|---|---|---|
| JPH0886018A (en) * | 1994-09-14 | 1996-04-02 | Nkk Corp | Joint reinforcing metal fitting of steel pipe column and steel pipe column reinforced at the joint |
| CN103628569A (en) * | 2013-10-22 | 2014-03-12 | 沈阳建筑大学 | Clamping groove assembling type steel pipe concrete column-steel beam connecting joint |
| CN103967129A (en) * | 2014-05-23 | 2014-08-06 | 东北石油大学 | Combination column and combination beam frame with internally-arranged pipe high-strength concrete core columns and construction method thereof |
| CN104532983A (en) * | 2014-11-18 | 2015-04-22 | 苏州市世好建材新技术工程有限公司 | Steel pipe concrete composite system of building and masonry construction method thereof |
| CN205088797U (en) * | 2015-10-28 | 2016-03-16 | 山东科技大学 | Empty intermediate layer steel core concrete column of half punching wherein and girder steel connected node imbed |
| CN205677076U (en) * | 2016-05-16 | 2016-11-09 | 苏州市世好节能机械制造有限公司 | A kind of building frame |
-
2016
- 2016-05-16 CN CN201610320732.8A patent/CN106400960A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0886018A (en) * | 1994-09-14 | 1996-04-02 | Nkk Corp | Joint reinforcing metal fitting of steel pipe column and steel pipe column reinforced at the joint |
| CN103628569A (en) * | 2013-10-22 | 2014-03-12 | 沈阳建筑大学 | Clamping groove assembling type steel pipe concrete column-steel beam connecting joint |
| CN103967129A (en) * | 2014-05-23 | 2014-08-06 | 东北石油大学 | Combination column and combination beam frame with internally-arranged pipe high-strength concrete core columns and construction method thereof |
| CN104532983A (en) * | 2014-11-18 | 2015-04-22 | 苏州市世好建材新技术工程有限公司 | Steel pipe concrete composite system of building and masonry construction method thereof |
| CN205088797U (en) * | 2015-10-28 | 2016-03-16 | 山东科技大学 | Empty intermediate layer steel core concrete column of half punching wherein and girder steel connected node imbed |
| CN205677076U (en) * | 2016-05-16 | 2016-11-09 | 苏州市世好节能机械制造有限公司 | A kind of building frame |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2020029574A1 (en) * | 2018-08-07 | 2020-02-13 | 邵妮 | Bottom frame for container and container comprising same, and container type mobile house |
| CN109457549A (en) * | 2018-12-17 | 2019-03-12 | 中铁第四勘察设计院集团有限公司 | Frame-type connection reinforcing structure between the concrete filled steel tube and sleeper block of non-fragment orbit |
| WO2020140921A1 (en) * | 2019-01-04 | 2020-07-09 | 江洪 | New anti-seismic building |
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Application publication date: 20170215 |